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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 84
PROCEEDINGS OF THE FIFTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY
Edited by: B.H.V. Topping, G. Montero and R. Montenegro
Paper 64

Predictions of Compressive Strength for Structural Lightweight Concrete Using Artificial Neural Networks

F.A.M. Mirza and M.S. Al-Bisy

Department of Civil Engineering, Umm Al-Qura University, Makkah, Saudi Arabia

Full Bibliographic Reference for this paper
F.A.M. Mirza, M.S. Al-Bisy, "Predictions of Compressive Strength for Structural Lightweight Concrete Using Artificial Neural Networks", in B.H.V. Topping, G. Montero, R. Montenegro, (Editors), "Proceedings of the Fifth International Conference on Engineering Computational Technology", Civil-Comp Press, Stirlingshire, UK, Paper 64, 2006. doi:10.4203/ccp.84.64
Keywords: neural networks, back propagation, radial basis function, ANFIS, compressive strength, light weight concrete.

Summary
Structural lightweight concrete has its obvious advantages of higher strength to weight ratio, better tensile strain capacity, lower coefficient of thermal expansion, and superior heat and sound insulation characteristics due to air voids in the lightweight aggregate. Also the reduction in the dead weight of the construction materials, by the use of lightweight aggregate in concrete, could result in a decrease in cross section of the concrete structural elements (columns, beams, plates, foundation). It is also possible to reduce steel reinforcement [1,2].

This paper illustrates the application of artificial neural networks (ANNs) for prediction of compressive strength a of structural light weight concrete (SLWC) mixtures. Among a feed-forward back propagation (BP) model, a radial basis function (RBF) model, and an adaptive neural network-based fuzzy interface system (ANFIS) employed for this investigation. To predict the compressive strength of LWC mixtures using neural networks.

ANNs are suited to complex problems, where the relationships between the variables to be modeled are not well understood. This is because they belong to the class of data-driven approaches that have the ability to determine which model inputs are critical, so there is no need for a priori rationalization about relationships between variables [3].

Among a feed-forward back propagation (BP) model, a radial basis function (RBF) model, and an adaptive neural network-based fuzzy interface system (ANFIS) employed for this problem, the four-layer feed-forward BP neural network were found to be superior to ANFIS model and RBF neural networks prediction of 3, 7, 14, 28, and 90 days compressive strength of SLWC mixtures. The results indicated that the four layers BPNN (7-14-10-5) can be predict the compressive strength of mixtures SLWC with adequate accuracy required for practical design purpose.

References
1
H. Al-Khaiat, M.N. Haque, "Effect of initial curing on early strength and physical properties of lightweight concrete", Cement Concrete Research 28 (6) pp 859-866, 1998. doi:10.1016/S0008-8846(98)00051-9
2
I.B. Topcu, "Semi - lightweight concretes produced by volcanic slags", Cement Concrete Research 27 (1) pp 15-21, 1997. doi:10.1016/S0008-8846(96)00190-1
3
A. Maren, C. Harston, R. Pap, "Handbook of Neural Computing Applications. Academic", San Diego, California, 488 pp. 1990.

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